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NTID 47028944
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💬 Talk to Our Bidding ExpertImprovement To Sh 84 From Sira in Nanjangud - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Improvement To Sh 84 From Sira" in Nanjangud, India.
- Opening Date : Fri 13th November, 2026
- Closing Date : Wed 11th November, 2026
- ₹ 48577869.00
- NTID 47028944
Key Values: Document Cost: 11800.00 | EMD: 729000.00 | Estimated Cost: 48577869.00
Tender Description
Improvement To Sh 84 From Sira Nanjanguda Sh 84 Ch. 235 10 Km To 236 71 Km And Ch 239 50 Km To 24071 Km In Nanjangudu Taluk Mysore District Crif Knt 2026 27 060
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
729000.00 -
Document Cost
11800.00 -
Estimated Cost
48577869.00
BOQ Items Total Items : 17 | Total Qty : 42667.6
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, usage charges of all machinery with all lead, lift, loading, unloading, transportation etc., complete. (for new roads) (ii) (A) In area of light jungle By Mechanical Means using Dozer including all lead liftand as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. | 0.89 | Ha |
| 2 | Surface Drain in Soil (New): Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment with all lead, lift, loading, unloading, transportation, all labour, usage charges of all machinery etc., complete Mechanical Means and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. | 5208 | Rmt |
| 3 | Construction of sub-grade and Earthen shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. | 2232 | Cum |
| 4 | Tack coat on Bituminous surfces: Providing and applying tack coat with VG 10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including all lead, lift, cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. | 29467.5 | Sqm |
| 5 | Dense Graded Bituminous Macadam Grading -II: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, 50-75 m compacted thickness and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. As per job mix. NOTE: Protection of Dense Graded Bituminous Macadam layer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision. | 1821.09 | Cum |
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